Introduction to Mechanics of Deformable Solids |
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Page 208
... produced by increasing combined axial force R and interior pressure p in con- stant ratio ; = 0 in Fig . 10.5 . Two special cases have been discussed directly in previous sections . They are increasing axial force RN alone ( σ = 0 , σ ...
... produced by increasing combined axial force R and interior pressure p in con- stant ratio ; = 0 in Fig . 10.5 . Two special cases have been discussed directly in previous sections . They are increasing axial force RN alone ( σ = 0 , σ ...
Page 210
... produced by interior pressure alone σ = pr / 2t , σc = pr / t , τ = 0 is represented by a stress point on the radial line OB of Fig . 10.6 . As p increases from zero , the stress point moves out along this line , with stress ratio fixed ...
... produced by interior pressure alone σ = pr / 2t , σc = pr / t , τ = 0 is represented by a stress point on the radial line OB of Fig . 10.6 . As p increases from zero , the stress point moves out along this line , with stress ratio fixed ...
Page 319
... produced by a tensile force R acting alone . = 40,000 lb B. Find the rotation in 1 day produced by a twisting moment 780,000 in . - lb acting alone . C. Find R and T when the rate of extension is 0.06 in . per month and at the same time ...
... produced by a tensile force R acting alone . = 40,000 lb B. Find the rotation in 1 day produced by a twisting moment 780,000 in . - lb acting alone . C. Find R and T when the rate of extension is 0.06 in . per month and at the same time ...
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Common terms and phrases
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero